NCC243383_Site Plan or Location Map_20241101

SCALLYWAG ROAD / \� \
A / ` 4 site
N/F .
'� O DONALD B.PATE&WIFE, / N/F \ I / I N/F \?J solutions
8 3"3 OP JO ANN PATE JENNIFER C.MELTON �. _III\ N F ROGER DALE SMITH&WIFE,
SCHOOL
o `'Ury ERNa I DB 2975,PG 331 DB 9295,PG 679 IE/zB" DEAN R.PATE I CYNTHIA BELL SMITH civic engineering I land surveying
1 m BU ER / DB 10709,PG 438 A t1. d �. DB 9415,PG 328 469 Chicago orne wne>u feleve4ue NC 2e906
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C. O / _ N71.28'02"E 565.65'TOTAL EP N71'27'35"E 128.39'�- �� - -----�
1 AXLE 454.53' 111.12' •
%6 C/ *50'PAVED I/2"
SITE y1(13 oaa7373 - _ ENTRANCE
2 NC 0 NODe3 ]�\m\ z /2 aR8 UT PUBLIC R W \ CAR �I
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I 1 TRIANGLE SOB Sae E B IBRB T O 57 •
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NORTH / / h1�/�•9//904/9 9
1 1 81,553 SF ,Pi
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(1.87 AC) / 6 W b
VICINITY MAP /"
N/ i / w I I REVISIONS
NOT TO SCALE1 CD 94
L. 81,517 SF N/
(4.17 AC) i / / I - ,
E LEGEND:EG O 51TE SO/G N i f�. 1 ii / Ni S22'Sfi'S0"E 21.19'‘.._2_,) N/F
En'IA ECM-EXISTING CONCRETE MONUMENT N ) ( / /j, y�, CAPE/FEAR F CAI INVESTMENTPE FEAR
PROPERTIE$LLC
Qo EIP-EXISTING IRON PIPE O N j I INVESTMENT PROPERTIES,LLC I &INVESTMENT
TLYNWOOD ESTATES,LLC
E1ft 0 EIR-EXISTING IRON ROD w \ 1 1 /o % &LYNWOOD ESTATES,LLC DB 11747,PG 404
N. / 1 DB 11747,PG 404
ERGO ERB-EXISTING REBAR N
N 1 1 I H PB 150,PG 160 I PB 150,PG 160
SRBO SRB-SET REBAR 1 \ N / S03'39'26"E 25.00'
COMPUTED POINT 1 N N
1 1 Si 5'37'58"W 21.19'
N/F-NOW OR FORMERLY a i \\ \\ 1 I // \ /
R/W-RIGHT OF WAY
PROPERTY UNE N. \'\ 1 ) / / I /
ADJACENT PROPERTY LINE / ; \\ -\ 1 1 / /
- RIGHT-OF-WAY o \ ) / /
CA
- - -SETBACK UNE \' 'I's•I-E N 1 / //
// OVERHEAD UTILITY i2 \I '�`/9•s• \ 1 1 / G� /' /•� 14,120 SF
rWYYI.TREE UNE N0 N 1 1 / ' / % `J(0.32 AC)
-155-MAJOR CONTOUR I N N N V /,
-152-MINOR CONTOUR N f
J 'VN
x 'SPOT ELEVATION \ N EXISTING002 -.-
PUMP �% i I I/z t Rz
' 5 N
IIOVSF ' p SRB B
VA BENCHMARK /b"571'32'36"W 92.00' -III •t4z"
°•UTILITY POLE N \ / i ERB B
N /
OT TELEPHONE PEDESTAL I \\ // OX�i' i' I� .'' PROJECT NAME
(HARDWOOD TREE I r\ \ / .� j _ G5
I I ASPHALT N /
I ICONCRETE *ALL EXISTING INFRASTRUCTURE& 1 N -\/ --��''' 1 I. BUTLER
UTILITIES ON-SITE SHALL BE N �S ,' / I'
(SOIL REMOVED UNLESS OTHERWISE N. 1�o II I
(BUILDINGS NOTED. \ / \ ' /r NURSERY
/ / ooP�P N4
I 0FOVNO pp ito / ,O,`QQ- / I rn ROAD
z 109,255 SF . FOR A M0,9 _... / Py5iEE7
I orvcR p
AOE,25,AG> : SUBDIVISION
' c'/ '21 )oAx I a
/ I /14/F
MARYANNE ALMENIA BAKER o
DB 2884,PG 7 n ---------------------- -
I � ICJ N/F/
I 1 I 294.69' CARLA CAIN GILES SITE PLAN
300.00' N69'40'00'E DB 4762,PG 205
569'40'00"W -_-._._._.- - - - - --- ---1 PR 95,PG 119
F - I I
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SITE NOTES oI Io o
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE 0l loo
EVIDENCE COULD BE FOUND TO VERIFY LOCATION.PRIOR TO _
CONSTRUCTION OR EXCAVATION OF THE SITE,THE GENERAL riI 1I-
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL N
°t, IL, 1 H
DAMAGE INCURRED TO EXISTING UTILITIES DURING 4 I IN I I. CLIENT
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE 64,697 SF }
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. (1.49 AC) I I
I I r }
I I
3. ALL DIMENSIONS ARE TO THE EDGE OF STONE UNLESS I I I 78,278 SF ' KEVIN RIDDLE
OTHERWISE NOTED. (1.80 AC) 1A
4. ALL RADII ARE 5'UNLESS OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND I \
REGULATIONS. I / 11 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER / /R \ \
CL SITE MD COUNTY AND STATE REGULATIONS. I //L_ _._._._ _._ J `� Ras. 44m 1 I
275.00' -..-R35'
- _ - -sss•aG'oo'w I ` 7397 Riddle Road
t\ \ St.Pauls,North Carolina 28384
r \ q / Phone:[phone]
CURVE TABLE I \ °\ �/ 291.85'
N85•
CURVE LENGTH RADIUS BEARING CHORD \ --17, / \30'E -I\ 1/2"
Cl 39.45 849.00 S89'02'47"E 39.45 • I Ep2' • ERB -
cz 97.19 849.00 Nas•zo'34"E 97.14 ) w � PROJECT INFORMATION
C3 37.84 25.00 S39.4211"W 34.33 I I Q II
C4 152.64 255.00 513'29'28"W 150.37 I 1 rc1
--- _ DESIGNED BY: CALEB
0
C5 135.16 255.00 S45'49'25"W 133.58 I o II
ppp���,'Evp" DRAWN DO:.1 P CALEB
C6 291.03 205.00 S20'20'14"W 267.20 SITE DATA 85,385 SF w CHECKED BY: SCOTT
C7 21.03 25.00 544'25'42"E 20.41 DEVELOPER KEVIN RIDDLE (1.96 AC) 0
PROJECT NUMBER: 2033
C8 56.71 50.00 S36'01'57"E 53.72 MAILING ADDRESS 7397 RIDDLE ROAD I "" Fn., 73,497 SF I
CITY,STATE ST.PAULS,NORTH CAROLINA 28384 (1.69 AC)
V DRAWING SCALE
C9 65.34 50.00 533.53'53"W 60.79 I
PIN NUMBER 0441-63-8397
C10 77.08 50.00 N64'29'S2"W 69.67 TOWNSHIP GRAYS CREEK I 1 I
o C11 42.05 50.00 NO3'45'41"E 40.82 TOTAL SITE ACREAGE 18.38 AC HORIZONTAL:1"=80'
•
PC12 21.03 25.00 NO3'45'41"E 20.41 ACREAGE TO BE DEVELOPED 18.38 AC I
3 CURRENT ZONING R40 CZ -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.JI L.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.J
C13 181.01 255.00 NOO'O0'07"E 177.23 EXISTING USE UNDEVELOPED I DATE RELEASED
C14 181.01 255.00 N40'40'215E 177.23 PROPOSED USE SINGLE FAMILY RESIDENTIAL GRAPHIC SCALE
DISTURBED/DENUDED AREA 3.4 AC N 412,695.159 317.07'^^^^^ 324.02', AUGUST 22,2024
C15 231.37 205.00 N28'40'31"E 219.28 N 2,0a6,775.959© /1��/�/--^^�\/ r^(1^^^^�-^
SETBACKS REQUIRED: c SOlD rvno 03 ECM S71'20'16"W 641.09'TOTAL ' Y Y Y YYY1 ECM
11 o 010 37.84 25.00 N47'01'03"W 34.33 FRONT 30 FT (con) �
SIDE(2 STORY) is FT i g SHEET NUMBER
IN FEET= REAR 35 FT I N/F 1 inch= 80)ft.
z CH D SMITHP &WIFE, 6 0
TERRY C.SMITH
IDB 4762,PG 201
_ PB 95,PG 119